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Title: Computing Deflections Using ACI CODE-318-19 and Beyond, Part 4

Author(s): Peter H. Bischoff

Publication: Concrete International

Volume: 47

Issue: 5

Appears on pages(s): 62-65

Keywords: load, support, midspan, moment

DOI:

Date: 5/1/2025

Abstract:
This article, the fourth in a five-part series on calculating deflections using a new expression for the effective moment of inertia Ie introduced into ACI CODE-318-19, provides a deflection example. The example follows the procedure outlined in Part 1 to compute the deflection of reinforced concrete (nonprestressed) one-way slab with both ends continuous.




  


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